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oapen-20.500.12657-883492024-03-28T14:02:54Z Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading II Tobita, Tetsuo Ichii, Koji Ueda, Kyohei Liquefaction Experiments and Analysis Projects Soil liquefaction centrifuge experimental results Soil Model Earthquake Excitation Ground Failure Numerical Simulation University of California at Davis Rensselaer Polytechnic Institute Cambridge University (UK) Kyoto University (Japan) NCU (Taiwan) Zhejiang University (China) IFSTTAR (France) KAIST and KWater (South Korea) thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TN Civil engineering, surveying and building::TNC Structural engineering thema EDItEUR::R Earth Sciences, Geography, Environment, Planning::RB Earth sciences thema EDItEUR::U Computing and Information Technology::UY Computer science::UYM Computer modelling and simulation thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TN Civil engineering, surveying and building::TNC Structural engineering::TNCC Soil and rock mechanics This open access book presents work collected through the Liquefaction Experiments and Analysis Projects (LEAP) in 2019 (LEAP-ASIA-2019) following the LEAP-UCD-2017 whose results have been published as a first volume. In addition to the research targets set in the previous one, such as the repeatability, variability, and sensitivity of lateral spreading on mildly sloping liquefiable sand, this volume includes research efforts to validate the generalized scaling law (hereafter “GSL”) for the identical prototype with the one employed in UCD-2017. In LEAP-ASIA-2019, 10 institutes around the world conducted 23 tests in total. It was the first multi-institutional attempts to investigate the validity of the generalized scaling law for the saturated sandy sloping deposit with wide range of initial conditions. The experimental data provided a unique basis for assessing the capabilities of six different simulation platforms for numerical simulation of soil liquefaction. The results of the experiments and the numerical simulations are presented and discussed in papers submitted by the project participants. 2024-03-13T11:10:58Z 2024-03-13T11:10:58Z 2024 book ONIX_20240313_9783031488214_40 9783031488214 9783031488207 https://library.oapen.org/handle/20.500.12657/88349 eng application/pdf n/a 978-3-031-48821-4.pdf https://link.springer.com/978-3-031-48821-4 Springer Nature Springer International Publishing 10.1007/978-3-031-48821-4 10.1007/978-3-031-48821-4 6c6992af-b843-4f46-859c-f6e9998e40d5 7da59554-3ff1-4393-9db3-4ea32e3dd989 1427b46a-0987-49ac-ab6f-6ebd060604ed 9783031488214 9783031488207 Springer International Publishing 440 Cham [...] [...] Kansai University Kyoto University open access
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This open access book presents work collected through the Liquefaction Experiments and Analysis Projects (LEAP) in 2019 (LEAP-ASIA-2019) following the LEAP-UCD-2017 whose results have been published as a first volume. In addition to the research targets set in the previous one, such as the repeatability, variability, and sensitivity of lateral spreading on mildly sloping liquefiable sand, this volume includes research efforts to validate the generalized scaling law (hereafter “GSL”) for the identical prototype with the one employed in UCD-2017. In LEAP-ASIA-2019, 10 institutes around the world conducted 23 tests in total. It was the first multi-institutional attempts to investigate the validity of the generalized scaling law for the saturated sandy sloping deposit with wide range of initial conditions. The experimental data provided a unique basis for assessing the capabilities of six different simulation platforms for numerical simulation of soil liquefaction. The results of the experiments and the numerical simulations are presented and discussed in papers submitted by the project participants.
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